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NUCLEAR DENSITY TEST RESULTS <br /> Project: Refuse Pile Protect No.: 99-3983 Date: 5/19/04 <br /> Report No.: 16 <br /> Test Location Depth/ Proctor Dry Water Actual Required <br /> No. Elev. No. Density Content Compaction Compaction <br /> Area 2 c <br /> 263 N 30530.3,E 16145.2 7012.4 7 97.7 10.8 88 90 <br /> 264 N 30756.5,E 16264.2 7011.4 7 103.2 6.2 93 90 <br /> 265 N 31050.4,E 16237.4 7000.9 7 102.4 6.2 92 90 <br /> 266 N 30890.9,E 16063.7 7003.2 7 100.7 15.8 90 90 <br /> Area 2'/: <br /> 267 N 30158.7,E 15914.6 7015.7 7 105.8 6.8 95 90 <br /> 268 N 30037.5,E 16035.3 7014.5 7 105.8 9.5 95 90 <br /> 269 N 30094.3,E 16332.3 6998.5 7 97.3 8.6 87 90 <br /> 270 N 30159.4,E 16167.8 7006.3 7 108.0 6.0 97 90 <br /> PROCTOR DATA <br /> No. Maximum Optimum Relative Relative Density Soil Type <br /> Dry Moisture Density Maximum <br /> Density Content Minimum Density (pcf) <br /> c % Densi c <br /> 7 111.5 11.0 Processed Waste Coal <br /> 8 105.0 11.5 Processed Waste Coal <br /> 9 102.5 12.0 Processed Waste Coal <br />Comments: <br /> BSG= Below Subgrade Grade NWC= Northwest Corner <br /> SG= Subgrade Grade NEC= Northeast Corner <br /> SBG= Subbase Grade SWC= Southwest Corner <br />BSBG= Below Subbase Grade SEC= Southeast Corner <br /> BCG= Base Course Grade BFG= Below Footing Grade <br /> BBF= Below Bottom of Footing FG= Footing Grade <br />